Works (7)

2013 journal article

Parametric study using finite element simulation for low cycle fatigue behavior of end plate moment connection

Steel and Composite Structures, 14(1), 57–71.

By: C. Lim, W. Choi & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2012 journal article

Low cycle fatigue life prediction using a four-bolt extended unstiffened end plate moment connection

Engineering Structures, 41, 373–384.

By: C. Lim, W. Choi & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2011 journal article

Case study on the restoration of flexural capacity of continuous one-way RC Slabs with cutouts

Journal of Composites for Construction, 15(6), 992–998.

By: H. Seliem, R. Seracino, E. Sumner & S. Smith

Source: NC State University Libraries
Added: August 6, 2018

2007 journal article

Fatigue and overloading Behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials

Journal of Composites for Construction, 11(6), 659–669.

By: M. Dawood, S. Rizkalla & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2007 journal article

Proposed design guidelines for strengthening of steel bridges with FRP materials

Construction & Building Materials, 21(5), 1001–1010.

By: D. Schnerch, M. Dawood, S. Rizkalla & E. Sumner

Source: NC State University Libraries
Added: August 6, 2018

2006 journal article

Bond behavior of CFRP strengthened steel structures

Advances in Structural Engineering, 9(6), 805–817.

By: D. Schnerch, M. Dawood, S. Rizkalla, E. Sumner & K. Stanford

Source: NC State University Libraries
Added: August 6, 2018

2004 chapter

Strengthening steel structures and bridges with high-modulus carbon fiber-reinforced polymers: Resin selection and scaled monopole behavior

In Design of structures, 2004 (pp. 237–245).

By: D. Schnerch, K. Stanford, E. Sumner & S. Rizkalla

Source: NC State University Libraries
Added: August 6, 2018